EP2188459B1 - Entwässerungsrinne - Google Patents

Entwässerungsrinne Download PDF

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Publication number
EP2188459B1
EP2188459B1 EP08785309.9A EP08785309A EP2188459B1 EP 2188459 B1 EP2188459 B1 EP 2188459B1 EP 08785309 A EP08785309 A EP 08785309A EP 2188459 B1 EP2188459 B1 EP 2188459B1
Authority
EP
European Patent Office
Prior art keywords
drainage gutter
drainage
base portions
support structures
gutter according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP08785309.9A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2188459A1 (de
Inventor
Arne Stoltenberg
James Canney
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ACO Ahlmann SE and Co KG
Original Assignee
ACO Severin Ahlmann GmbH and Co KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ACO Severin Ahlmann GmbH and Co KG filed Critical ACO Severin Ahlmann GmbH and Co KG
Priority to HRP20161651TT priority Critical patent/HRP20161651T1/hr
Priority to PL08785309T priority patent/PL2188459T3/pl
Priority to SI200831694A priority patent/SI2188459T1/sl
Publication of EP2188459A1 publication Critical patent/EP2188459A1/de
Application granted granted Critical
Publication of EP2188459B1 publication Critical patent/EP2188459B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F3/00—Sewer pipe-line systems
    • E03F3/04—Pipes or fittings specially adapted to sewers
    • E03F3/046—Open sewage channels

Definitions

  • the present invention relates to a drainage channel, a road drain or similar drainage channel which can be installed in a floor, with a bottom surface and side walls which have outwardly projecting support structures which support bearing surfaces for laying a cover, in particular a grate, in a vertical direction.
  • class A is for a gutter that is installed on a flat concrete bed and only has to derive a load of 15 kN.
  • classes B and C you use gutters that are designed for much higher loads.
  • a class B channel can carry up to 125 kN and a class C channel up to 250 kN without damaging it.
  • constructive measures on the gutters such as an increase in the support structure numbers, an increase of the Rinnenwandungen or a change in the material properties made to meet the high load requirements.
  • JP-A-1 0088650 discloses a generic drainage channel.
  • the present invention is therefore based on the object darzubieten a drainage channel of the type mentioned in such a way that it ensures both a versatile and cost-effective use and production, as well as a long service life.
  • the core of the invention is thus that one and the same drainage channel can achieve different load levels by forming the above-mentioned support structures and depending on the pouring and / or the relining with concrete.
  • the above-mentioned gutter can of course be used not only in conjunction with in-situ concrete but also with all other materials known from the prior art for the installation of drainage channels or similar drainage devices and also has its advantages according to the invention there.
  • the general principle of the invention lies in the fact that the support structures are designed such that, depending on the installation (filling of concrete) different load classes arise, with a jump-like increase in reaching the base sections is ensured by the pouring.
  • the outwardly projecting support structures such that they have pedestal sections higher than the floor surface, it is possible for the above channel to be subjected to a plurality of different load requirements depending on the pouring or relining with in-situ concrete or a paving material used instead adapt.
  • the gutter according to the invention is merely placed on a concrete bed, loads which are introduced into the gutter via the cover are discharged via the support structures to the ground surface and from there into the ground.
  • the channel is potted or lined up to the base sections, loads can be discharged into the ground via the base sections as well as over the floor surface. This leads to a significantly improved load dissipation.
  • One and the same channel can thus be adapted to different load levels as a function of the number of base sections used.
  • the base sections are designed to be open downwards such that their walls are fixed in the horizontal direction after relining or pouring.
  • This horizontal fixation significantly increases the load transferability of the above drainage channel.
  • the downwardly open cross-section also serves to improve a vertical load transfer, since the permissible compressive stress is significantly reduced by the penetration of cast-in or relined in-situ concrete in the downwardly open base sections.
  • the in-situ concrete penetrates into the downwardly open base section and reinforces it, reducing, inter alia, the buckling length, so that buckling or denting of the base sections is prevented even with very high load numbers.
  • the base sections are formed, at least in sections, as hollow bodies extending in the vertical direction with walls passing through to form a box cross-section, wherein the hollow bodies in particular have a trapezoidal cross-section.
  • This trapezoidal cross section is extremely advantageous, in particular for the vertical and horizontal load introduction to be expected on the construction site. In addition, it guarantees a very effective gearing with cast-in or relining in-situ concrete.
  • other cross sections such as semi-circular cross-sections or polygonal cross-sections are feasible.
  • honeycomb or half-hexagonal base sections thus guarantees the formation of a multifunctional Entwässerüngsrinne, with low material requirements and very high Lastableiten.
  • half of a lower edge of the base sections is designed to extend as far as the bonding surface.
  • this hollow body designed according to the invention can then be very easily filled with cast-in-situ concrete or poured into it.
  • the support structures formed as a hollow body are formed as a trapezoidal in cross-section hollow body, wherein symmetrical surfaces of the trapezoidal hollow body with outer edges are pulled through from bottom to top to the support sections, so that they determine the outer dimensions of the channel.
  • both forces are derived from the support sections in the ground, as well as a torsional rigidity of the channel ensures, since the outer dimensions determining symmetrical surfaces of the trapezoidal hollow body effectively absorb torsional forces.
  • a narrow side of the trapezoidal hollow body to the vertical extends inwardly inclined from bottom to top. Since in the case of the above hollow body the narrow side of the trapezoid facing the channel interior is usually formed by the channel body itself, this specification usually applies to the outwardly pointing narrow side of the trapezoidal hollow body. It guarantees that at very high loads, which are derived through the cover of the channel into the ground, it does not come to buckling of the hollow body.
  • a support structure is formed with undercuts, which fixes the drainage channel after pouring or relining, in particular in the horizontal direction.
  • the hollow body are preferably formed as upwardly conically tapered hollow body.
  • the bearing surfaces for placing the cover on flange portions which are arranged higher than the base sections and which are formed such that after backing with and / or pouring in situ concrete these flange sections form additional supports of the bearing surfaces.
  • loads can then be discharged into the ground both via the flange sections and via the base sections and the bottom surface of the channel.
  • the support structures on horizontal, substantially parallel to the bottom surface extending bearing ribs.
  • These bearing ribs can be arranged at the lower edge of the support structures, or freely positioned between their respective upper edge and the lower edge and allow an effective load dissipation into the ground.
  • they are formed at least on a free edge of the base sections.
  • a drainage arrangement with a drainage channel according to the invention and a method for installing a drainage channel according to the invention are also provided.
  • the Fig. 1 and 2 show an isometric view of an embodiment of the drainage channel according to the invention 1.
  • the drainage channel 1 comprises side walls 6, which are here partially formed as a channel body and the discharge of rainwater serve, which can enter via an upper portion 5 in the drainage channel 1.
  • bearing surfaces 10 are provided, which serve to receive a cover and in particular a grate (not shown).
  • the drainage channel 1 has a bottom surface 4, which closes the drainage channel downwards and moreover bearing surfaces for the positioning of the drainage channel 1 on a support bed and in particular a concrete surface (see Fig. 5-8 ) offers.
  • support structures 8 which serve to dissipate forces that are registered on the cover (not shown) in the bearing surfaces 10 and further into the drainage channel 1.
  • the support structures 8 are here designed as half-hexagonal support structures and in particular trapezoidal support structures. According to the invention they have approximately at mid-height of the drainage channel 1 base sections 12 whose function explicitly in the Fig. 5-8 is shown.
  • the present invention designed as a hollow body support structures 8 and base sections 12 are formed open at the bottom, so that after relining or pouring the drainage channel 1 with concrete or other casting or relining material this material penetrates into the open hollow body and so both a vertical also allows a horizontal fixation of the drainage channel 1.
  • the support structures 8 formed as a hollow body runs downwards to the bottom surface 4. This facilitates u.a. the penetration of concrete during relining or pouring.
  • the base sections 12 have bearing ribs 22 up to a free edge 14 which are formed substantially parallel to the bottom surface 4. They allow not only the effective vertical load input but also a fixation of the channel against lifting of the forces.
  • Fig. 1 The embodiment of Fig. 1 is in Fig. 3 shown in a view of the bottom 3.
  • the bottom surface 4 is shown, which merges into side walls 6.
  • the support structures 8 project from the side walls 6 and essentially determine the outer contour of the channel 1.
  • the support structures 8 have the base sections 12, which are here designed as honeycomb-shaped and downwards, ie in the direction of the bottom surface 4 open hollow body.
  • Fig. 4 is the embodiment of Fig. 1 now shown in detail in an isometric view from diagonally below. It can be seen that the here honeycomb-shaped support structures 8, or formed in the upper portion base portions 12, trapezoidal surfaces, wherein two symmetrical trapezoidal surfaces 24 and a narrow side 28 is formed. The outer edges 26 of the symmetrical surfaces 24 are pulled through from the bottom 3 upwards 5, so that they determine the outer dimensions of the channel 1. In contrast, the narrow side 28 is inclined to the vertical (R v ), which prevents buckling of the trapezoidal support structure.
  • the bearing surface 10 is also shown here, which in this embodiment flange portions 20 which extend between the individual support portions 8 and base portions 12.
  • the flange portions also protrude outwardly from the side wall 6 so that they (as in Fig. 8 ) serve at a sufficient relining to the flange portions 20 of the derivative of forces.
  • the aforementioned, inclined to the inside narrow sides 28 of the trapezoidal surfaces are arranged in this embodiment, that they are guided under the flange portions 20 and thus experience an optimal application of force.
  • Fig. 5 is now a side view of the embodiment Fig. 1 shown, wherein the embodiment is installed here as a class A-gutter.
  • the channel 1 is founded on an in-situ concrete bed 30 which is laid out on a ground 32.
  • the forces F, shown here as a point load F, which are introduced into the channel 1 via the upper side 5 of the channel 1 and in particular the bearing surfaces 10, can thus be easily transmitted via the support structures 8 to the bottom surface 4 and from there into the substrate 30, 32 be derived.
  • Fig. 6 is now the embodiment of Fig. 1 represented in their installation form as class B gutter.
  • an in-situ concrete layer 30 has been applied to the ground 32, which is here, however, brought up to a free edge 14 of the base sections 12 of the support structures 8.
  • the base sections 12 thus rest with the bearing surfaces 22 formed on the free edge 14 on the in-situ concrete layer 30, so that forces which are introduced into the channel 1 via the upper edge 5, both via the support structures 12 and the bottom surface 4 in the underground are derivable.
  • the load capacity of one and the same channel is significantly increased.
  • the bearing ribs 22 are supported on the free edges 14 of the base sections 12 on the in-situ concrete layer 32 and thus ensure effective load transfer.
  • the in-situ concrete layer 30 is slightly increased, so that the in-situ concrete penetrates into the hollow body formed as base portions 12, one achieves not only an improved load dissipation in the vertical direction R v , but also a fixation of the drainage channel 1 in the horizontal direction R H , here schematically as orthogonal Arrow to the vertical direction is shown.
  • the in-situ concrete 32 here has been filled so that it just covers the bearing surfaces 22 of the base sections 12 and in the particular in Fig. 3 shown interior spaces of the base sections 12 penetrates. This leads, in addition to the fixation in the horizontal direction R 11 , to a reduction in the risk of buckling, since the bending of the walls 16 of the base sections 12 significantly reduces their buckling number.
  • FIG. 8 Now the embodiment according to the invention of the drainage channel 1 is shown as a class C-channel.
  • the in-situ concrete layer 30 is guided essentially to the upper edge 5 of the drainage channel 1. More precisely, it is here brought up to the flange portions 20 of the bearing surfaces 10, which, as in the Fig. 4 shown in detail, jump out of the outside of the drainage channel 1. Due to the relining of the flange portions 20, loads that are entered via the bearing surfaces 10 in the drainage channel 1, can now be derived in the upper region of the channel in the underground.
  • the Fig. 8 shown mounting form thus guarantees the dissipation of very high loads, as a derivative of the flange 20, the base sections 12 and the bottom surface 4 can be made equally.

Landscapes

  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)
  • Acyclic And Carbocyclic Compounds In Medicinal Compositions (AREA)
  • External Artificial Organs (AREA)
  • Liquid Developers In Electrophotography (AREA)
EP08785309.9A 2007-08-17 2008-08-01 Entwässerungsrinne Active EP2188459B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
HRP20161651TT HRP20161651T1 (hr) 2007-08-17 2008-08-01 Odvodni kanal
PL08785309T PL2188459T3 (pl) 2007-08-17 2008-08-01 Rynna odwadniająca
SI200831694A SI2188459T1 (sl) 2007-08-17 2008-08-01 Žleb za odvodnjavanje

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102007038968A DE102007038968B3 (de) 2007-08-17 2007-08-17 Entwässerungsrinne
PCT/EP2008/006375 WO2009024255A1 (de) 2007-08-17 2008-08-01 Entwässerungsrinne

Publications (2)

Publication Number Publication Date
EP2188459A1 EP2188459A1 (de) 2010-05-26
EP2188459B1 true EP2188459B1 (de) 2016-10-12

Family

ID=39884814

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08785309.9A Active EP2188459B1 (de) 2007-08-17 2008-08-01 Entwässerungsrinne

Country Status (9)

Country Link
EP (1) EP2188459B1 (pl)
DE (1) DE102007038968B3 (pl)
DK (1) DK2188459T3 (pl)
HR (1) HRP20161651T1 (pl)
HU (1) HUE032143T2 (pl)
LT (1) LT2188459T (pl)
PL (1) PL2188459T3 (pl)
SI (1) SI2188459T1 (pl)
WO (1) WO2009024255A1 (pl)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2555978C1 (ru) * 2014-06-23 2015-07-10 Олег Романович Дутко Водоотводной лоток из пластика
RU2557262C1 (ru) * 2014-06-25 2015-07-20 Олег Романович Дутко Водоотводный лоток из пластика
EP4194629B1 (de) 2021-12-08 2024-11-13 Hauraton GmbH & Co. KG Entwässerungsrinne mit einem aus kunststoff gefertigten rinnenkörper

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3811530B2 (ja) * 1996-09-18 2006-08-23 大和技研工業株式会社 プラスチック製ｕ形側溝
DE19745480A1 (de) * 1997-10-15 1999-04-22 Bernhard Kessel Entwässerungsrinne
DE10143985C1 (de) * 2001-09-08 2003-01-30 Funke Kunststoffe Gmbh Rinnenabschnitt zur Herstellung einer Rinne zur Aufnahme von Oberflächenwasser
DE20307802U1 (de) * 2003-05-20 2003-09-25 Hauraton Betonwarenfabrik GmbH & Co. KG, 76437 Rastatt Kunststoffrinne
FR2861758B1 (fr) * 2003-10-31 2009-01-16 Nicoll Raccords Plastiques Element de caniveau
DE202005004634U1 (de) * 2005-03-22 2005-06-09 Hauraton Betonwarenfabrik Gmbh & Co Kg Retentionsrinnenmodul
US7866911B2 (en) * 2005-10-07 2011-01-11 Zurn Industries, Llc Slotted drain

Also Published As

Publication number Publication date
DK2188459T3 (en) 2017-01-30
SI2188459T1 (sl) 2017-01-31
DE102007038968B3 (de) 2009-04-09
HUE032143T2 (en) 2017-08-28
LT2188459T (lt) 2016-12-12
PL2188459T3 (pl) 2017-06-30
WO2009024255A1 (de) 2009-02-26
HRP20161651T1 (hr) 2017-02-10
EP2188459A1 (de) 2010-05-26

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